Calcined oyster-shell-powder-modified concrete (CS),
developed
by our research group, is an ecological quick-setting concrete suitable
for 3D printing technology. It has been discovered that the material’s
formability is obviously affected by ambient temperature and humidity
after the 3D printing process, and this phenomenon also occurs in
other 3D-printed concrete materials. To figure out the influence laws
of temperature and humidity on the mechanical properties of CS-modified
3D-printed concrete during the curing time, the methods of both microanalysis
and macro testing are applied. The molecular dynamics method is used
to reveal the effects of temperature and humidity on the material’s
mechanical parameters, including elastic modulus, bulk modulus, and
shear modulus. The macroscopic compressive strength and flexural strength
of the 3D-printed concrete are measured to validate microanalysis
findings. Results show the most suitable curing conditions for improving
the mechanical properties of CS-modified 3D-printed concrete are the
ambient temperature of 20 ± 1 °C and the relative humidity
of 80–95%. Under this curing condition, the 28 day flexural
strength of CS-modified 3D-printed concrete can reach 14 MPa, and
the compressive strength can reach 44 MPa, which significantly improves
the strength of printed samples.